HomeMy WebLinkAboutZ-4985-D Map 1NEW 20'
ROW DEL
EXISTING PROPERTY LINE
NEW CITY OF LR 20' RADIAL R.O.W.
5I TE l$
SCALE: I"=20'
E%]Y
found 1" bolt
1.9' west
2" CALIPER WILLOW OAK
TYP OF PERIMETER TREES
•e•I••• f�Y-lam•
X20.00'
LR WASTEWATER MAPS
IN THIS AREA (NOT R
A SEWER MANHOLE
• • • • • •-� • • • • • •
in c oMaM ed1
%Q 102
80'-O" p O
101
PROPOSED CHURCH
200 5EAT5
32'-0"
O o
(V �
"O
k
1t oo •
Z� _
• cro L e wRll
n q-• 12 -O_
_ 0 r0
20'
RELOCATED DEPRE551
IMPROVED 30' RADIUS
2
GI
TYP I
2" Gr
OR TREE
RIVER BIRCH
'T ry
Q 12 5PAC E5
• • < CONCRETE WHEEL BLOCKS
ACCES51BLF PARKING 516NA6E
SEE NOTE '1'7'
O
ONG TE AHE L BL GK
OOOO OOO C
SP
12 PAG 5 16
(V
tT O
I
N !Q G
120 IPAC 5
••• , • •••• y ••••••4V••••••••0000••
150.00'
150.00' 5' SIDEWALK TO BE ADDED; CUR55 ® WOLFE b ov BATTERY TO BE ADA COMPLIANT
TYP LANDSCAPE BUSH- 8"BURFORD HOLLEY
light pole
bat* curb
ROP INLET EXISTING CURB /
W. ROOSEVELT / / ROAD
a
Qo/
gra/
D
J
�.y
54
power pole / light pole
W
�
GENERAL NOTES:
i
I.
ALL LANDSCAPE AREAS SHALL HAVE WATER SPRINKLER SYSTEM.
2.
ALL LAND5GAPIN6 SHALL CONFORM TO CITY ORDINANCES.
O
3.
ALL SIGNAGE SHALL COMPLY WITH THE CITY OF LITTLE ROCK SIGN ORDINANCE.
�2
6
00
ALL DRIVEWAYS SHALL BE CONCRETE APRONS CONFORMING TO CITY ORDINANCE.
5.
STORM WATER DETENTION SHALL COMPLY WITH CITY ORDINANCE.
CD
BOUNDARY INFORMATION AND ELEVATIONS WERE TAKEN FROM A SURVEY
dJ
BY PAUL M. WHITE, PL5 #1281.
E%]Y
found 1" bolt
1.9' west
2" CALIPER WILLOW OAK
TYP OF PERIMETER TREES
•e•I••• f�Y-lam•
X20.00'
LR WASTEWATER MAPS
IN THIS AREA (NOT R
A SEWER MANHOLE
• • • • • •-� • • • • • •
in c oMaM ed1
%Q 102
80'-O" p O
101
PROPOSED CHURCH
200 5EAT5
32'-0"
O o
(V �
"O
k
1t oo •
Z� _
• cro L e wRll
n q-• 12 -O_
_ 0 r0
20'
RELOCATED DEPRE551
IMPROVED 30' RADIUS
2
GI
TYP I
2" Gr
OR TREE
RIVER BIRCH
'T ry
Q 12 5PAC E5
• • < CONCRETE WHEEL BLOCKS
ACCES51BLF PARKING 516NA6E
SEE NOTE '1'7'
O
ONG TE AHE L BL GK
OOOO OOO C
SP
12 PAG 5 16
(V
tT O
I
N !Q G
120 IPAC 5
••• , • •••• y ••••••4V••••••••0000••
150.00'
150.00' 5' SIDEWALK TO BE ADDED; CUR55 ® WOLFE b ov BATTERY TO BE ADA COMPLIANT
TYP LANDSCAPE BUSH- 8"BURFORD HOLLEY
light pole
bat* curb
ROP INLET EXISTING CURB /
W. ROOSEVELT / / ROAD
a
Qo/
gra/
D
V
E
curb BENCHMARK North bolt on top flange
of fire hydrant
Eley. 100.00 (assumed)
W 20' RAC IAL R.O. . DEDICATION
�hIvow
EXISTING PROPERTY LINE
\15TIN6 FIRE HYDRANT
8" GONG. BLOCK -FILL A/ GONG.
8 #4 VERTICAL ® 32" o.c.
" SPILLWAY,
g7.83
2-#4 CONTINUOUS
OSCALE: I"=2'
100.0 TOG
GGl
LOT
BERMUDA 5EEDIN6
® fL qb.0
r X116 _ ROCK PLANNING COMMISSION
C
APPROVED, SUBJECT TO THE CONDITIONS
1 %u 6p kVK*k' AS NOTED IN THE PLANNING COMMISSION
,
gPVf/"� /� ,�1,X., MINUTE RECORD D
iceY- f% d -
i/7 BY:
DATE : _ _ VV? 4�--------.'.
APR 17 2001
F4
Fes-" Il1
C4
�.y
54
power pole / light pole
W
42
GENERAL NOTES:
i
I.
ALL LANDSCAPE AREAS SHALL HAVE WATER SPRINKLER SYSTEM.
2.
ALL LAND5GAPIN6 SHALL CONFORM TO CITY ORDINANCES.
f�
3.
ALL SIGNAGE SHALL COMPLY WITH THE CITY OF LITTLE ROCK SIGN ORDINANCE.
�2
6
4.
ALL DRIVEWAYS SHALL BE CONCRETE APRONS CONFORMING TO CITY ORDINANCE.
5.
STORM WATER DETENTION SHALL COMPLY WITH CITY ORDINANCE.
6.
BOUNDARY INFORMATION AND ELEVATIONS WERE TAKEN FROM A SURVEY
BY PAUL M. WHITE, PL5 #1281.
a
7.
CONTRACTOR SHALL PROVIDE TEMPORARY SEDIMENT BARRIERS AND EROSION CONTROL
w
MEASURES DURING CONSTRUCTION SO AS TO PROTECT ADJACENT PROPERTIES AND
ROW -LOCK BRICK
PUBLIC RIGHTS -OF -WAY FROM 501L RUN-OFF.
8.
SEE 0-2 SHEET FOR CURB 8 GUTTER CONSTRUCTION DETAILS.
101
q.
ROUTE DETENTION POND DISCHARGE PIPE UNDER SIDEWALK d TIE INTO DROP INLET.
g8.58 TOP OF WALL
10.
CONTRACTOR SHALL REPAIR/REPLACE SIDEWALKS ALONG WOLFE 3 BATTERY STREETS AS
BRICK VENEEK aQ
II.
PROVIDE 15' LANDSCAPE BORDER ALONG EAST AND WE5T BOUNDARIES OF SITE.
a8
12.
$O6W.LAND5CAPE BORDER ALONG NORTH AND SOUTH BOUNDARIES OF SITE,
g7.83 WATER LEVEL
13.
PROVIDE 18" H16H BURFORD HOLLEY SHRUBS ® 5' o.c. ALONG NORTH BOUNDARY OF 517E
d SPILLWAY q7,
PROVIDE 30" HIGH BURFORD HOLLEY SHRUBS ® 4'o.(:,. ALONG NORTH, WEST a EAST BOUNDARY OF 51TE SEE NOTE 'q'.
14.
50% OF INTERIOR LANDSCAPE SPACE SHALL BE SOD; PROVIDE APPROVED GROUND COVER
16
FOR REMAINDER OF INTERIOR SPACES.
q&.0 BOT. POND
15.
CURBING d LANDSCAPE EDGING SHALL BE OF AN APPROVED MATERIAL AND TYPE,
DESIGNED AND PLACED 50 AS TO PROTECT LANDSCAPE AREAS FROM VEHICULAR TRAFFIC,
CONCRETE FTG.
AND TO DIRECT STORM WATER RUN-OFF AS DE5IRED.
BF 14.67
16.
SITE GRADING SHALL BE DONE 50 AS TO DIRECT STORM WATER RUN-OFF GENERALLY
ALONG EXISTING CONTOURS. RUN-OFF IS TO BE DIRECTED GENERALLY EITHER DOWN DRIVEWAYS
TO EXI5TING GUTTERS OR TO THE DETENTION POND.
17.
MOUNT S16N5 ON POSTS, 60" FROM BOTTOM OF SIGN TO TOP OF WALK.
18.
OBTAIN PERMITS FOR STREET OR CURB GUTS.
Iq.
OBTAIN BARRICADE PERMIT FOR ANY WORK IN PUBLIC ROW.
20.
CONTACT TRAFFIC ENGINEERING FOR STREET L16HT REQUIREMENTS.
21.
PROVIDE V HIGH OPAQUE BARRIER ALONG NORTH SITE BOUNDARY.
V
E
curb BENCHMARK North bolt on top flange
of fire hydrant
Eley. 100.00 (assumed)
W 20' RAC IAL R.O. . DEDICATION
�hIvow
EXISTING PROPERTY LINE
\15TIN6 FIRE HYDRANT
8" GONG. BLOCK -FILL A/ GONG.
8 #4 VERTICAL ® 32" o.c.
" SPILLWAY,
g7.83
2-#4 CONTINUOUS
OSCALE: I"=2'
100.0 TOG
GGl
LOT
BERMUDA 5EEDIN6
® fL qb.0
r X116 _ ROCK PLANNING COMMISSION
C
APPROVED, SUBJECT TO THE CONDITIONS
1 %u 6p kVK*k' AS NOTED IN THE PLANNING COMMISSION
,
gPVf/"� /� ,�1,X., MINUTE RECORD D
iceY- f% d -
i/7 BY:
DATE : _ _ VV? 4�--------.'.
APR 17 2001
F4
Fes-" Il1
C4
O
M m
�.y
54
P4
W
42
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